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PROJECT
REV(1)
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ADDRESS
O & P
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Date of Submission
Please confirm/Add price 15.00%
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Date of plans
Please confirm inclusion in scope
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Comments
Please go through all the comments and exclusions
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BASE BID
Changes as per Rev1
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SR #DWG. NO.DETAIL NO.CSI NO.DESCRIPTIONWASTEQTY. W/ WASTEUNITLABOR/EQUIP. COSTMATERIAL COSTSUBCONTRACTOR COSTTOTAL UNIT COSTTOTAL COSTSUBTOTALSMATERIAL TOTAL
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1 00 00GENERAL CONDITIONS
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1GeneralGeneral Requirements
- Mobilization / Demobilization
- Temporary facilities
- Daily & Final clean up
- Close out procedures & Documentation
- Project management & Supervision
- Coordination w/ other trades
- Permit & Fees
Testing of imported fill
- Hydraulic calculations must include a hose allowance		10% 1 LS $ - $ - $ - $ -
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 $ -
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Sub Total $ - $ -
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 $ -
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2 00 00EXISTING CONDITIONS $ -
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SITE DEMOLITION $ -
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2DWG-4DWG-46.0 CYEncroaching fence to be relocated along the property line 2430% 243 LF $ - $ - $ - $ -
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3DWG-4DWG-432.3 CYExisting fence to be removed & reinstalled after basin construction 3130% 313 LF $ - $ - $ - $ -
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4DWG-4DWG-479.0 CYExisting trees to be removed (Typ.) 790% 79 EA $ - $ - $ - $ -
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5DWG-4DWG-44.5 CYPortion of existing curb to be removed 1640% 164 LF $ - $ - $ - $ -
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6DWG-4DWG-415.8 CYPortion of existing fence to be removed 1240% 124 LF $ - $ - $ - $ -
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7DWG-4DWG-414.6 CYPortion of existing guiderail to be removed 1100% 110 LF $ - $ - $ - $ -
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8DWG-4DWG-419.0 CYPortion of existing wall to be removed 640% 64 LF $ - $ - $ - $ -
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9DWG-4DWG-42.4 CYRemove 8" sanitary sewer 1280% 128 LF $ - $ - $ - $ -
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10DWG-4DWG-45.1 CYRemove existing ACP & dispose of with according to the regulations for ACP pipes4060% 406 LF $ - $ - $ - $ -
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11DWG-4DWG-41.0 CYRemove sanitary manhole30% 3 EA $ - $ - $ - $ -
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12DWG-6DWG-62.0 CYExisting 4" SDR 35 PVC sanitary sewer to be relocated1100% 110 LF $ - $ - $ - $ -
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13DWG-4DWG-4Existing lateral to be relocated 10% 1 EA $ - $ - $ - $ -
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14DWG-5DWG-5Sawcut1580% 158 LF $ - $ - $ - $ -
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 $ -
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SPOIL HAULAGE $ -
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15181.8 CYLoads of Spoil to be Hauled Away
-16CY/Loads		110% 11 Loads $ - $ - $ - $ -
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 $ -
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Sub Total $ - $ -
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 $ -
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3 00 00CONCRETE $ -
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PAD FOOTINGS $ -
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16S100Ftg Sch/S2.1Concrete (5000 PSI)47410% 521 CY $ - $ - $ - $ -
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17S100Ftg Sch/S2.1Reinforcement3209810% 35,308 LB $ - $ - $ - $ -
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18S100Ftg Sch/S2.1Formwork263110% 2,894 SFCA $ - $ - $ - $ -
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19S100Ftg Sch/S2.1Excavation131410% 1,446 CY $ - $ - $ - $ -
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20S100Ftg Sch/S2.1Backfill84110% 925 CY $ - $ - $ - $ -
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 $ -
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WALL FOOTINGS $ -
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21S1001,2,3/S2.1Concrete (5000 PSI)16810% 185 CY $ - $ - $ - $ -
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22S1001,2,3/S2.1Reinforcement1741910% 19,161 LB $ - $ - $ - $ -
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23S1001,2,3/S2.1Formwork389110% 4,280 SFCA $ - $ - $ - $ -
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24S1001,2,3/S2.1Excavation81610% 898 CY $ - $ - $ - $ -
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25S1001,2,3/S2.1Backfill65110% 716 CY $ - $ - $ - $ -
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26S1001,2,3/S2.1Slab Steps60% 6 EA $ - $ - $ - $ -
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 $ -
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CONCRETE COLOMNS & BEAM $ -
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27S1001,2,3/S2.1Concrete (5000 PSI)8310% 91 CY $ - $ - $ - $ -
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28S1001,2,3/S2.1Reinforcement3534110% 38,876 LB $ - $ - $ - $ -
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29S1001,2,3/S2.1Formwork383110% 4,214 SFCA $ - $ - $ - $ -
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 $ -
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ELEVATOR MATT SLAB $ -
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30S1001,2,3/S2.111.2 CY16" Thick Elevator Matt Slab (5000 PSI)20610% 227 SF $ - $ - $ - $ -
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31S1001,2,3/S2.1#5 @ 12" OC Each Way Top & Bottom103110% 1,134 LB $ - $ - $ - $ -
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32S1001,2,3/S2.1Formwork8310% 91 SFCA $ - $ - $ - $ -
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 $ -
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SLAB ON GRADE $ -
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33S100S100739.6 CY5" Thick Concrete Slab on Grade (4000 PSI)4322610% 47,549 SF $ - $ - $ - $ -
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34S100S100Fiber Mesh Reinforcement 4322610% 47,549 SF $ - $ - $ - $ -
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35S100S100Vapor Barrier4322610% 47,549 SF $ - $ - $ - $ -
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36S100S1006" Compacted Aggregate Base80010% 881 CY $ - $ - $ - $ -
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37S100S100Expansion Joints345810% 3,804 LF $ - $ - $ - $ -
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38S100S100Control Joints691610% 7,608 LF $ - $ - $ - $ -
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39S100S1005" Edge Form103010% 1,133 LF $ - $ - $ - $ -
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40S100S100Compacted Subgrade 4322610% 47,549 SF $ - $ - $ - $ -
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 $ -
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PATIO SLAB $ -
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41S100S10015.8 CY5" Thick Patio Slab (4000 PSI)92210% 1,014 SF $ - $ - $ - $ -
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42S100S100Fiber Mesh Reinforcement 92210% 1,014 SF $ - $ - $ - $ -
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43S100S1006" Compacted Aggregate Base1710% 19 CY $ - $ - $ - $ -
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44S100S100Expansion Joints7410% 81 LF $ - $ - $ - $ -
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45S100S100Control Joints14810% 162 LF $ - $ - $ - $ -
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46S100S1005" Edge Form12510% 138 LF $ - $ - $ - $ -
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47S100S100Compacted Subgrade 92210% 1,014 SF $ - $ - $ - $ -
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 $ -
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14" THICK ELEVATED SLAB $ -
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48S100S1001630.2 CY14" Thick Elevated Concrete Slab (5000 PSI)3420010% 37,620 SF $ - $ - $ - $ -
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49S100S100#5 @ 12" OC Each Way Top & Bottom17121910% 188,341 LB $ - $ - $ - $ -
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50S100S100Perimeter Formwork136310% 1,499 LF $ - $ - $ - $ -
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51S100S100Under slab Formwork3420010% 37,620 SF $ - $ - $ - $ -
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52S100S100Shoring/Reshoring 3420010% 37,620 SF $ 5.50 $ 6.33 $ 237,947 $ -
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 $ -
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16" THICK ELEVATED SLAB $ -
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53S100S100402.2 CY16" Thick Elevated Concrete Slab (5000 PSI)736710% 8,104 SF $ - $ - $ - $ -
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54S100S100#5 @ 12" OC Each Way Top & Bottom3688210% 40,570 LB $ - $ - $ - $ -
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55S100S100Perimeter Formwork136310% 1,499 LF $ - $ - $ - $ -
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56S100S100Under slab Formwork736710% 8,104 SF $ - $ - $ - $ -
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57S100S100Shoring/Reshoring 736710% 8,104 SF $ 5.50 $ 6.33 $ 51,256 $ -
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 $ -
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12" THICK TWO WAY CONCRETE SLAB $ -
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58S100S100117.9 CY12" Thick Two- Way Concrete Elevated Slab (5000 PSI)289410% 3,183 SF $ - $ - $ - $ -
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59S100S100#5 @ 12" OC Each Way Top & Bottom1448910% 15,937 LB $ - $ - $ - $ -
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60S100S100Perimeter Formwork136310% 1,499 LF $ - $ - $ - $ -
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61S100S100Under slab Formwork289410% 3,183 SF $ - $ - $ - $ -
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62S100S100Shoring/Reshoring 289410% 3,183 SF $ 5.50 $ 6.33 $ 20,135 $ -
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 $ -
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ADDITIONAL BARS $ -